Q2. The following results were obtained at failure in a series of drained triaxial tests on fully saturated clay specimens originally 38mm diameter by 76mm long. Determine the values of the shear strength parameters. All-round Pressure (kN/m") Axial Deformation (mm) Axial Load (N) Volume Change (ml) 600 9.41 1300 200 7.22 400 8.36 895 480 5.25 7.4 9.3

Q2. The following results were obtained at failure in a series of drained triaxial tests on fully saturated clay specimens originally 38mm diameter by 76mm long. Determine the values of the shear strength parameters. All-round Pressure (kN/m") Axial Deformation (mm) Axial Load (N) Volume Change (ml) 600 9.41 1300 200 7.22 400 8.36 895 480 5.25 7.4 9.3

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter2: Geotechnical Properties Of Soil

Section: Chapter Questions

Problem 2.24P

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